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1253 Selva Marina Cir POOL20-0009 Inground Swimming Pool
OWNER:ADDRESS:CITY:STATE:ZIP: DORMESHIAN ANDREW 1253 Selva Marina Cir Atlantic Beach FL 32233 COMPANY:ADDRESS:CITY:STATE:ZIP: CROWN POOLS INC 3002 Philips Hwy JACKSONVILLE FL 32207 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 1253 Selva Marina Dr SWIMMING POOL SWIMMING POOL RESIDENTIAL inground swimming pool $40000.00 LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 PUBLIC WORKS EROSION CONTROL INSTALLATION INFORMATIONAL Notes: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line (904-247- 5814) to request an Erosion and Sediment Control Inspection prior to start of construction. 2 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 1 of 2Issued Date: 6/19/2020 PERMIT NUMBER POOL20-0009 ISSUED: 6/19/2020 EXPIRES: 12/16/2020 SWIMMING POOL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $255.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $127.50 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $5.74 STATE DCA SURCHARGE 455-0000-208-0600 0 $3.83 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL: $592.07 3 PUBLIC WORKS POST CONSTRUCTION TOPO SURVEY INFORMATIONAL Notes: If on-site storage is required, a post construction topographic survey documenting proper construction will be required. All water runoff must go to retention area and retention overflow must run to street. 4 PUBLIC WORKS POOL WELLPOINT INFORMATIONAL Notes: Pool Wellpoint (if used) must discharge into vegetated area 10 foot minimum from street or drainage feature (swale, structure or lagoon). 5 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL Notes: Roll off container company must be on City approved list. Approved list can be obtained at the Building Department at City Hall. Roll off container cannot be placed on City right-of-way. 6 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration, including sod, is required. 7 PUBLIC WORKS RUNOFF INFORMATIONAL Notes: All runoff must remain on-site. Cannot raise lot elevation. 8 PUBLIC WORKS TOPO SURVEY INFORMATIONAL Notes: Must provide a topographic (TOPO) survey with water retention for final C.O. Inspection. 9 PUBLIC WORKS INFRASTRUCTURE INFORMATIONAL Notes: Any damage done to infrastructure must be repaired by Contractor. 2 of 2Issued Date: 6/19/2020 PERMIT NUMBER POOL20-0009 ISSUED: 6/19/2020 EXPIRES: 12/16/2020 SWIMMING POOL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $592.07 POOL20-0009 Address: 1253 Selva Marina Dr APN: $592.07 BUILDING $255.00 BUILDING PERMIT 455-0000-322-1000 0 $255.00 BUILDING PLAN REVIEW $127.50 BUILDING PLAN CHECK 455-0000-322-1001 0 $127.50 PUBLIC WORKS PLAN REVIEW $100.00 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE SURCHARGES $9.57 STATE DBPR SURCHARGE 455-0000-208-0700 0 $5.74 STATE DCA SURCHARGE 455-0000-208-0600 0 $3.83 ZONING PLAN REVIEW $100.00 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL FEES PAID BY RECEIPT: R12142 $592.07 Printed: Friday, June 19, 2020 3:40 PM Date Paid: Friday, June 19, 2020 Paid By: CROWN POOLS INC Pay Method: CHECK 61377 1 of 1 Cashier: CT Cash Register Receipt City of Atlantic Beach Receipt Number R12142 4/4/12 ANSI/APSP/ICC-‐ 15 Standard Writing Committee Form 1 of 2 1. _________ gallons ___ 2. _________ gpm ___ 3. _________ gpm ___ 4. _________ gpm ___ 5a. _________ inches ___ 5b. _________ inches ___ 5c. _________ inches ___ 5d. _________ inches ___ 6a. ___________________ 6b. _________ sq. ft.___ 7. _________ inches ___ Table 1 8a. ________________ 8b. _________ gpm ___ ___ a. Pump model b. Pump flow (§5.3.2.1, 5.3.2.2: Applicable Curve A or C gpm flow listed in database) d. Minimum return branch pipe diameter (Calculate: Item 4. ______(gpm) ÷ Branch Pipes ______(quantity) = branch flow rate _______(gpm). Enter the smallest pipe size from Table 1 with a 8 fps flow capacity the same or more than the calculated return branch flow rate.) 6. §5.4.1: Filter type and size: a. Filter type: (Cartridge, DE, Sand) b. Minimum filter area (Calculate: item 4. _______(gpm) ÷ filter factor ________) Filter factors: Cartridge=0.375, Sand=15, Diatomaceous Earth=2 7. §5.4.2: Backwash valve: ____Yes, ____No? (When using a backwash valve, enter result of item 5c or 2 inches whichever is larger) 8. Pump selection: §5.3.2.1: Pools 17,000 gallons or less, select pump* from the database with a Curve-‐A gpm flow equal to item 2 or less. §5.3.2.2: Pools 17,001 gallons or more, select pump* from the database with a Curve-‐C gpm flow equal to item 2 or less. *Multi-‐ speed pumps must have one speed listed that satisfies this requirement. 3. §5.2.2: Auxiliary Pool Load: ____Yes, ____No? (Enter the highest “auxiliary pool load” to be powered by the swimming pool filtration pump. Do not add auxiliary pool load flow rates together, only the highest is used.) 4. Calculated maximum flow rate (Item 2 or item 3, whichever is larger.) 5. §5.5.1: Pipe sizing: a. Minimum suction pipe diameter (Enter the smallest pipe size from Table 1 with a 6 fps flow capacity the same or more than item 4.) b. Minimum suction branch pipe diameter (Calculate: Item 4. ______(gpm) ÷ Branch Pipes ______(quantity) = branch flow rate _______(gpm). Enter the smallest pipe size from Table 1 with a 6 fps flow capacity the same or more than the calculated suction branch flow rate.) c. Minimum return pipe diameter (Enter the smallest pipe size from Table 1 with a 8 fps flow capacity the same or more than item 4.) OWNER:CONTRACTOR PHONE: DATE: This information sheet was prepared by the APSP-‐15 Residential Swimming Pool and Spa Energy Efficiency Standard Writing Committee of the Association of Pool and Spa Professionals (APSP). It is not part of the American National Standard ANSI/APSP/ICC-‐15 2011 but is included for information only. Contractors should acquire and comply with the ANSI/APSP/ICC-‐15 2011 standard which can be purchased at www.apsp.org. 1. §5.2.1: Calculated pool volume a. Gallons: ___________ ; or b. Calculated Gallons: ________(surface area) X ________ (average depth) X 7.48 (gal/ft^3) = _________ 2. §5.2.1: Calculated maximum filtration flow rate (Pool volume ÷ 360 or 36gpm whichever is larger) ANSI/APSP/ICC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS PROJECT NAME: AND ADDRESS CONTRACTOR NAME AND ADDRESS: Pipe Size: 1.5" 2" 2.5" 3" 3.5" 4" 5" 6" Nominal GPM @ 6 fps 38 63 90 138 185 238 374 540 Nominal GPM @ 8 fps 51 84 119 184 247 317 499 720 4/4/12 ANSI/APSP/ICC-‐ 15 Standard Writing Committee Form 2 of 2 Component Section Check 4.4.1.1 4.4.1.2 4.3.1.3 4.3.2 5.1.1 5.3.1 5.3.3 5.3.4 5.5.2 5.5.3 5.5.6 Pool systems Pool filter pump listed in database Pool filter pump with total horsepower 1.0 or more is multi-‐speed Multi-‐speed pump controller programmed to default to the filtration flow rate when no auxiliary pool loads are operating within 24 hours and programmed with temporary override capability for servicing. Single-‐speed pump controller capable of operating pump during off-‐peak electric demand. Pipe before pump has at least 4 diameters of straight pipe. System installed with solar, or setup for the future addition of solar heating equipment by installing 18 inches of horizontal or vertical pipe after the filter and before a heater, or built-‐in or built-‐up connections, or dedicated pipe to and from the pool. Directional inlets for mixing pool water. ANSI/APSP/ICC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS Requirements Heaters Heater has no pilot light Readily accessible on-‐off switch mounted outside of the heater No electric resistance heating unless for inground spa with tight fitting cover with R-‐6 insulation, or for pool with 60% of documented pool heating from on-‐site solar or recovered energy. Heater efficiency: gas/oil fired heater efficiency at least 78%, heat pump COP at least 4.0 - ~Wllrt1l1lrt1l1llllf'i)~1P©>©>i :ElI1Ilt'JlI'gy Efffi~HI!:H11«;y iC@rt1l1l[pillalll1l«;®ilf'i)f(i)lrrma~ll(i)l1l1l DeterminePipe Sizes: NOlIE: These Requirements Apply ONLY to the Filtration Pump Branch Piping to be §inch to keep """r@ 6 ·f",max.at §..,'-""''''' Trunk, Skimmer &inch to keep velocity @ B fps rnax.• ',pm Sy,". "" ""ANS~/APSp/~C(-15zma Suction Piping to be ~iow Calculations Return Piping to be inch to keep velocity @ Ips max. at gpm System Flow Rate. Pool water volume +360 =__ gpm -this is the calculated flow rate Note: for pools under 13,000 gals.the calculated flow rate or 36 gpm whichever is greater =the filtration flow rate Pump Selection as Listed on Curve A or C (circle one) Is there an Auxiliary load on the filtration pump? Yes __No __ If so, what is the calculated auxiliary flow rate __ gpm Filtrationpump I I Maximum Flow Rate __gpm Flow Rate (low speed)__gpm @ rpm. Main Drain Cover I I Minimum suction side pipe size @ 6 fps __in.Minimum suction side branch pipe size @ 6 fps __in.Determine the Numberand Type of Required In-FloorSuclion Outlets: (Make and Model) Minimum return side pipe size @ 8 fps __in.Minimum return side branch pipe size @ 8 fps __in.f-'-Check all that apply. D @ 31 (\"@ 21 I suction outlets @ I I gpmmax.flow." 101 I 31 I suction outlets @ 1 I gpm max.flowDetennlneFilter Size: D @ @ @ FilterFactors(GPM/SF): D Cartridge (0.375) DOE (2.(j!D Sand (15)I I channel drain @ I Igpmw/ DportsDII FilterSize:I =I I(FlowR.te)(Filter Facl)(Filler Size)T((j)~~~~ead ~n F~@ftt((j)iW~rSO@61lC~3lllrtt Flow and Friction Loss Per Foot , {Filter Make and Model)Inches Mercury (Vacuum Gauge)Schedule 40 PVC Pipe 0 2 4 6 8 10 12 14 16 18 Ve!ocIty·Feet Per Second Pump Controls 0 0.0 2.3 4.5 6.8 9.0 11.3 13.6 15.6 18.1 20.3 Pipe Size 6fps Sfps 10fps 1 2.3 4.6 6.8 9.\11.4 13.6 15.9 18.1 20.4 22.7 1"16gpm 0.14'21gpm 0.23'28gpm 0.35' Filtration pump has no auxiliary load -standard time clock __2 4.6 6.9 9.1 11.4 13.7 15.9 18.2 20.4 22.7 25.0 1.5"37 pm 0.06'50gpm 0.14' 82gpm 0.21' Filtration pump with auxiliary load - Control model for low speed default within 24 hr.3 6.9 9.2 11.5 13.7 16.0 18.2 20.5 22.8 25.0 27.3 2"62gpm 0.06' 82gorn 0.10'l00gpm 0.16' 4 9.2 11.5 13.8 16.0 18.3 20.5 22.8 2.5"88gpm 0.05'117gpm 0.09'146gpm 0.13'25.1 27.3 29.6 5 11.5 13.6 16.1 18.3 20.6 22.8 25.1 27.4 29.6 31.9 3'136gpm 0.04'181gpm 0.67'227gpm 0.10' 6 13.9 16.1 18.4 20.6 22.9 25.2 27.4 29.7 31.9 34.2 4'2M.pm 0.03'313gpm 0.05'392gpm 0.07' Heater Model 7 16.2 16.4 20.7 23.0 25.2 27.5 29.7 32.0 34.3 36.5 6"534gpm O.OZ 712gom 0.03' Gas Heater efficiency rating (No Pilot Light)8 16.5 20.7 23.0 25.3 27.5 29.8 32.0 34.3 36.6 38.6 9 20.8 23.1 25.3 27.6 29.8 32.1 34.3 36.6 38.9 41.1 TOH Calculation Options Heat Pump efficiency C.O.P. 10 23.1 25.4 27.6 29.9 32.1 34.4 36.7 38.9 41.2 43.4 For each pump11 25.4 27.7 29.9 32.2 34.5 36.7 39.0 412 43.5 45.8 12 27.7 30.0 32.2 34.5 36.8 39.0 41.3 43.6 45.8 48.1 ~Checkone. :a;-13 30.0 32.3 34.6 36.6 39.1 41.3 43.6 45.9 48.1 50.4 D Simplified Total DynamicHead(STOH)CI)14 32.3 34.6 36.9 39.1 41.4 43.6 45.9 48.2 50.4 52.7.::Jro 15 34.8 38.9 39.2 41.4 43.7 45.9 48.2 50.5 52.7 55.0 Complete STDH Worksheet -Fill in all blanks.(!)e!16 37.0 39.2 41.5 43.7 46.0 48.3 50.5 52B 55.0 57.3 ANSi 5 8&A~S~7J (oMpliancce Wl!)rrk Sheet ::J 17 39.3 41.5 43.8 46.1 46.3 50.6 52.6 55.1 57.4 59.6 D Total Dynamic Head(TOH)'"DetermineSimplifiedTOH:'"18 41.6 43.8 46.1 48.4 50.6 52.9 55.1 57.4 59.7 61.9 Complete Program or othercales.Fill in required blanks one! ""'- 19 43.9 46.2 48.4 50.7 52.9 55.2 57.4 59.7 62.0 64.2 worksheet & attachcalculations. 1.Distancefrom poolto pump in feet:u;20 46.2 48.5 50.7 53.0 55.2 57.5 69.8 62.0 64.3 66.6n,2\48.6 50.8 53.0 55.3 57.6 59.8 62.1 84.3 66.6 88.9 D Maximum Flow Capacity 2.Frielionloss(in suctionpipe)in Inchpipeper1fl.@ gpm=(frompipeRow/frlelionlosschart)22 50.8 53.\55.3 57.6 59.9 62.1 64.4 68.6 68.9 71.2 of the new or replacementpump. 23 53.1 55.4 57.7 59.9 62.2 64.4 66.7 89.0 71.2 73.5 3.Frictionloss(inretumpipe)in Inchpipeper1ft.@ gpm=(frompipeflow/frictionlosschart)24 55.4 57.7 60.0 6~2 64.5 66.7 69.0 71.3 73.5 75.6 ~..~, 25 57.8 60.0 62.3 64.5 66.8 69.1 71.3 73.6 75.8 76.1 26 60.1 52.3 64Ji 66.8 69.1 71.4 73.6 75.9 76.1 60.4 27 62.4 64.5 66.9 69.2 71.4 73.7 75.9 78.2 80.5 :;1TDHinPiping:28 64.7 68.9 69.2 71.5 73.7 76.0 78.2 60.5 82.8 OWm~R' 29 67.0 69.3 71.5 73.8 76.0 78.3 80.5 82.8 85.1 87.3 30 89.3 71.6 73.8 76.1 78.3 80.6 82.9 Dale DetennineSimplifiedTOH \_ 85.1 87.4 89.6Filter/ HeaterlossinTDH 31 71.8 73.9 76.1 78.4 80.7 82.9 85.2 87.4 69.7 92.0 . 32 73.9 76.2 78.4 60.7 83.0 85.2 87.5 69.7 92.0 94.3 4.x =Allotherlosses 33 76.2 76.5 80.7 83.0 65.3 87.5 69.8 92.0 94.3 98.6 ConlmclorsSlgnalure (length of suet Pipe)(FIof haadil ft 01P~e)(TOH Suet Pipe)34 78.5 80.6 83.1 85.3 87.6 69.6 92.1 94.4 96.6 98.9 5.x =TotalDynamicHead(TDH):I I 35 80.9 83.1 85.4 87.6 69.9 92.2 94.4 96.7 98.9 101.2 • (lan9~ of R.lum Pipe)(FI01 head/l ft 01Pipe)(TOHRelum Pip.) Contraclors Cert. No, 'NOTE: FIELD TDH MUST BE EQUAL TO OR HIGHER THAN THE CALCULATED TOH.Scale:NoneContractors Tetept\one No. 4 4 ' 6 0 ' - 5 " 1 8 ' P O O L E Q U I P M E N T 4 ' X 8 ' 1 1 ' I M P E R V I O U S A R E A D A T A : T O T A L S I T E A R E A : 2 0 , 6 4 8 S Q F T P O O L A R E A : 4 8 6 S Q F T S P A A R E A : 1 6 2 S Q F T P O O L D E C K A R E A : 1 , 6 9 1 S Q F T L A N A I A R E A : 6 2 6 S Q F T H O U S E A R E A : 3 , 3 8 6 S Q F T T O T A L I M P E R V I O U S A R E A : 6 , 3 5 1 S Q F T ( 3 0 . 7 5 % ) P O O L L A N A I 3 0 0 2 P h i l l i p s H i g h w a y J a c k s o n v i l l e , F L 3 2 2 0 7 ( 9 0 4 ) 8 5 8 - 4 3 0 0 w w w . c r o w n p o o l s i n c . c o m R E V I S I O N S : N U M B E R D E T A I L S D A T E P R O J E C T I N F O R M A T I O N D R A W I N G T I T L E : C L E A R A N C E S H E E T P R O J E C T : D O R M E S H I A N 1 2 5 3 S E L V A M A R I N A C I R C L E A T L A N T I C B E A C H , F L 3 2 2 3 3 S H E E T : 1 O F 1 S C A L E : 1 " = 2 0 ' D A T E : 4 . 3 . 2 0 D R A W N B Y : L B B G E N E R A L N O T E S : AQUASTAR 32" CHANNEL DRAIN SAND SET TRAVERTINE POOL DECK (BY OTHERS) (1,691 SQ FT) COVERED LANAI (626 SQ FT) 0/0" RESIDENCE 3'-6" WD5'6" WD 4' 10 ' 4' 36' 18 ' (3) 14" STEPS 11 ' 9'-4" 21'-6" SUNSHELF 4" DEPTH SUNSHELF 4" DEPTH 8' 8' X 10' SPA (8) WATERWAY POLYSTORM JETS (1) PENTAIR GLOBRITE LED SPA LIGHTS (2) PENTAIR MICROBITE LED SUNSHELF LIGHT (3) PENTAIR GLOBRITE LED POOL LIGHTS 12" X 24" COPING 12"27' 18" WD 18" WD 3' WD SPILLWAY FINISH ELEVATION 3 4" ABOVE POOL WATERLINE 18" X 18" BENCH 5' POOL EQUIPMENT 4' X 8' 3002 Phillips Highway Jacksonville, FL 32207 (904)858-4300 www.crownpoolsinc.com REVISIONS: NUMBER DETAILS DATE PROJECT INFORMATION DRAWING TITLE: OVERVIEW PROJECT: DORMESHIAN 1253 SELVA MARINA CIRCLE ATLANTIC BEACH, FL 32233 SHEET: 1 OF 1 SCALE: 18"=1' DATE: 4.3.20 DRAWN BY: LBB *WRITTEN DIMESNIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. *POOL EQUIPMENT SET AND PLUMBING RUN SUBJECT TO VARIATION PENDING UNFORSEEN SITE CONDITIONS. POOL AREA: 486 SQ FT POOL PERIMETER: 108 LN FT SPA AREA: 162 SQ FT DECK AREA: 1691 SQ FT NOTES: 1. POOL BEAM TO BE 10" THICK 2. SAFETY NOTE: POOL TO BE SURROUNDED BY 48" TALL POOL CODE FENCING. GATE LATCH TO BE AT 54". ALL GATES TO BE SELF CLOSING, SELF LATCHING. POOL TO HAVE DECK ALARM. COVERED LANAI (626 SQ FT) 0/0" RESIDENCE 3'-6" DEPTH 5' DEPTH 10 ' 18" DEPTH 6' X 8' SPA (8) WATERWAY POLYSTORM JETS (1) PENTAIR GLOBRITE LED SPA LIGHT 18" WRAP AROUND BENCH BENCH 18" X 6' X 18" DEPTH (2) 12" STEPS 15 ' 30' 37' (1) PENTAIR MICROBITE LED SUNSHELF LIGHT (3) PENTAIR INTELLIBRITE POOL LIGHTS 4'-8" POOL EQUIPMENT 3002 Phillips Highway Jacksonville, FL 32207 (904)858-4300 www.crownpoolsinc.com REVISIONS: NUMBER DETAILS DATE PROJECT INFORMATION DRAWING TITLE: OVERVIEW PROJECT: DORMESHIAN 1253 SELVA MARINA CIRCLE ATLANTIC BEACH, FL 32233 SHEET: 1 OF 1 SCALE: 18"=1' DATE: 6.2.20 DRAWN BY: LBB *WRITTEN DIMESNIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. *POOL EQUIPMENT SET AND PLUMBING RUN SUBJECT TO VARIATION PENDING UNFORSEEN SITE CONDITIONS. POOL AREA:492 SQ FT POOL PERIMETER: 104 LN FT SPA AREA:48 SQ FT NOTES: 1. POOL BEAM TO BE 10" THICK 3. SAFETY NOTE: POOL TO BE SURROUNDED BY 48" TALL POOL CODE FENCING. GATE LATCH TO BE AT 54". ALL GATES TO BE SELF CLOSING, SELF LATCHING. POOL TO HAVE DECK ALARM. 2. SPA BEAM TO BE 12" THICK P O O L E Q U I P M E N T 5 ' X 7 ' - 6 " I M P E R V I O U S A R E A D A T A : T O T A L S I T E A R E A : 2 0 , 6 4 8 S Q F T P O O L A R E A : 4 9 2 S Q F T S P A A R E A : 4 8 S Q F T L A N A I A R E A : 6 2 6 S Q F T H O U S E A R E A : 3 , 3 8 6 S Q F T T O T A L I M P E R V I O U S A R E A : 4 , 5 5 2 S Q F T ( 2 2 . 0 5 % ) L A N A I R E S I D E N C E 1 6 ' - 9 " 4 7 ' - 2 " 1 3 ' - 6 " 6 3 ' - 2 " 3 0 0 2 P h i l l i p s H i g h w a y J a c k s o n v i l l e , F L 3 2 2 0 7 ( 9 0 4 ) 8 5 8 - 4 3 0 0 w w w . c r o w n p o o l s i n c . c o m R E V I S I O N S : N U M B E R D E T A I L S D A T E P R O J E C T I N F O R M A T I O N D R A W I N G T I T L E : C L E A R A N C E S H E E T P R O J E C T : D O R M E S H I A N 1 2 5 3 S E L V A M A R I N A C I R C L E A T L A N T I C B E A C H , F L 3 2 2 3 3 S H E E T : 1 O F 1 S C A L E : 1 " = 2 0 ' D A T E : 6 . 2 . 2 0 D R A W N B Y : L B B G E N E R A L N O T E S : P O O L 3 0 0 2 P h i l l i p s H i g h w a y J a c k s o n v i l l e , F L 3 2 2 0 7 ( 9 0 4 ) 8 5 8 - 4 3 0 0 w w w . c r o w n p o o l s i n c . c o m R E V I S I O N S : N U M B E R D E T A I L S D A T E P R O J E C T I N F O R M A T I O N D R A W I N G T I T L E : T O P O S H E E T P R O J E C T : D O R M E S H I A N 1 2 5 3 S E L V A M A R I N A C I R C L E A T L A N T I C B E A C H , F L 3 2 2 3 3 S H E E T : 1 O F 1 S C A L E : 1 " = 2 0 ' D A T E : 6 . 2 . 2 0 D R A W N B Y : L B B G E N E R A L N O T E S :